Experimental behavior of high strength square concrete-filled steel tube beam-columns

Journal of Structural Engineering

Volumn 128, Issue 3, 2002, Pages 309-318

  Varma, Amit H ^a   Ricles, James M ^b   Sause, Richard ^b   Lu, Le Wu ^b  

^a Michigan State University   (United States)

^b Lehigh University   (United States)

Author keywords

Beam columns; Concrete; Deformation; Experimentation; Steel; Tubes

Indexed keywords

BEAM COLUMNS; EXPERIMENTATION; STEEL MOMENT; TUBES;

CONCRETES; CRUSHING; DEFORMATION; STEEL; TUBES (COMPONENTS); YIELD STRESS;

COLUMNS (STRUCTURAL);

EID: 0141916368     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(2002)128:3(309)     Document Type: Article

References (29)

1. Aho, M. F., and Leon, R. T. (1997). "A database for encased and concrete-filled columns." Rep. No. 97-01, Georgia Institute of Technology, School of Civil and Environmental Engineering, Atlanta.
2. American Concrete Institute (ACI). (1999). "Building code requirements for structural concrete (ACI 318-99) and commentary." ACI 318R-99, Fermington Hills, Mich.
3. American Institute of Steel Construction (AISC). (1999). Load and resistance factor design (LRFD) specification for structural steel buildings. Chicago.
4. Architectural Institute of Japan (AIJ). (1987). Structural calculations of steel reinforced concrete structures, Tokyo.
5. ASTM. (1997a). Test methods for tension testing of metallic materials, E8, American Society for Testing and Materials, W. Conshohocken, Pa.
6. ASTM. (1997b). Standard test method for compressive strength test of cylindrical concrete specimens, C39-89, American Society for Testing and Materials, W. Conshohocken, Pa.
7. Bridge, R. Q. (1976). "Concrete filled steel tubular columns." Research Rep. No. R283, Center for Advanced Structural Engineering, Dept. of Civil Engineering, Univ. of Sydney, Sydney, Australia.
8. Building Seismic Safety Council (BSSC). (1998). 1997 Ed. NEHRP recommended provisions for seismic regulations for new buildings and other structures. Washington, D.C.
9. Cederwall, K., Engstorm, B., and Grauers, M. (1991). "High strength concrete used in composite columns." Proc., 2nd Int. Symposium on Utilization of High-Strength Concrete, American Concrete Institute, Detroit, 195-214.
10. European Committee for Standardization (ECS). (1994). "Eurocode 4: Design of composite steel and concrete structures," Brussels.
11. Elremaily, A., Azizinamini, A., and Filipou, F. C. (1998). "Connection details for connecting steel beams to circular concrete filled tubes." Structural Engineering World Wide 1998: Proc., Structural Engineering World Congress, Elsevier Science Ltd., Oxford. England, paper T169-2.
12. Furlong. R. W. (1967). "Strength of steel-encased concrete beam-columns." J. Struct. Eng., 93(ST5), 113-125.
13. Furlong, R. W. (1968). "Design of steel-encased concrete beam-columns." J. Struct. Eng., 94(ST1), 267-281.
14. Gourley, B. C., Hajjar, J. F., and Schiller, P. H. (1995). "A synopsis of studies of the monotonic and cyclic behavior of concrete-filled steel tube beam-columns." Rep. No. ST-93-5-2, Dept. of Civil and Environmental Engineering, University of Minnesota, Minneapolis.
15. Ichinohe, Y., Matsutani, T., Nakajima, M., Ueda, H., and Takada, K. (1991), "Elasto-plastic behavior of concrete filled steel circular columns," Proc., 3rd Int. Conf. on Steel-Concrete Composite Structures, ICCS-3 Conference Committee, Dept. of Architecture, Kyushu Univ., Fukuoka, Japan. 131-136.
16. Kilpatrick, A. E., and Rangan, B. V. (1999). "Tests on high-strength concrete-filled steel tubular columns." ACI Struct. J., 96(2), 268-274.
17. Knowles, R. B., and Park, R. (1969). "Strength of concrete filled steel tubular columns." J. Struct. Eng., 95(ST12), 2565-2587.
18. Lu, Y., and Kennedy, D. (1994). "Flexural behavior of concrete-filled hollow structural sections," Can. J. Civ. Eng., 21(1), 110-130.
19. O'Shea, M. D., and Bridge, R. Q. (1997). "Tests on circular thin-walled steel tubes filled with very high strength concrete." Research Rep. No. R754, Center for Advanced Structural Engineering, Dept. of Civil Engineering, Univ. of Sydney, Sydney, Australia.
20. Prion, H. G. L., and Boehme, J. (1994). "Beam-column behavior of steel tubes filled with high strength concrete." Can. J. Civ. Eng., 21(2), 207-218.
21. Ricles, J. M., and Paboojian, S. D. (1994). "Seismic performance of steel encased composite columns." J. Struct. Eng., 120(8), 2474-2494.
22. Sakino, K., and Nakahara, H. (2000). "Flexural capacities of concrete filled square steel tubular beam-columns with high strength concrete." Composite and Hybrid Structures: Proc., 6th ASCCS Int. Conf. on Steel-Concrete Composite Structures. S. A. Mahin and Y. Xiao, eds., ASCCS-6 Secretariat, Dept. of Civil Engineering, Univ. of Southern California, Los Angeles, 473-480.
23. Shakir-Khalil, H., and Mouli, M. (1990). "Further tests on concrete-filled rectangular hollow-section columns." Struct. Eng./Earthquake Eng., 68(20), 405-413.
24. Tomii, M., and Sakino, K. (1979a). "Experimental studies on the ultimate moment of concrete filled square steel tubular beam-columns." Trans. Architectural Inst. Japan, 275, 55-63.
25. Tomii, M., and Sakino, K. (1979b). "Elasto-plastic behavior of concrete filled square steel tubular beam-columns." Trans. Architectural Inst. Japan, 280, 111-120.
26. Tomii, M., Matsui, C., and Sakino, K. (1974). "Concrete-filled steel tube structures." Proc., National Conf. on Planning and Design of Tall Buildings, Architectural Institute of Japan, Tokyo, 55-72.
27. Varma, A. H., Hull, B. K., Ricles, J. M., Sause, R., and Lu, L. W. (2001). "Seismic behavior, analysis, and design of high strength square CFT columns." ATLSS Rep. No. 2001-02. ATLSS Research Center, Dept. of Civil and Environmental Engineering, Lehigh Univ., Bethlehem, Pa.
28. Varma, A. H., Ricles, J. M., Sause, R., Hull, B., and Lu, L. W. (2000). "An experimental evaluation of high strength square CFT columns." ACI SP-196: Composite and Hybrid Systems, R. S. Aboutaha and J. M. Bracci, eds., ACI, Farmington Hills, Mich., 51-86.
29. Zhang, W., and Shahrooz, B. M. (1997). "Analytical and experimental studies into behavior of concrete-filled tubular columns." Rep. No. UC-CII 97/01. Cincinnati Infrastructure Institute, Dept. of Civil and Environmental Engineering, Univ. of Cincinnati.